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This study assesses the aftershock collapse vulnerability of four modern ductile reinforced concrete frame buildings in California using incremental dynamic analysis. It finds that if a building is extensively damaged during a mainshock, its capacity to withstand aftershocks significantly decreases, with a 40% reduction in collapse capacity observed after 4% interstory drift. The research also identifies physical damage indicators that effectively predict reduced aftershock collapse capacities, emphasizing

Author

saurabh1num

Language

EN